dc.contributor.author |
Zarris, D |
en |
dc.contributor.author |
Vlastara, M |
en |
dc.contributor.author |
Panagoulia, D |
en |
dc.date.accessioned |
2014-03-01T01:36:59Z |
|
dc.date.available |
2014-03-01T01:36:59Z |
|
dc.date.issued |
2011 |
en |
dc.identifier.issn |
0920-4741 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/21423 |
|
dc.subject |
Nestos River |
en |
dc.subject |
Rating curves |
en |
dc.subject |
Sediment yield |
en |
dc.subject |
Soil erosion |
en |
dc.subject.classification |
Engineering, Civil |
en |
dc.subject.classification |
Water Resources |
en |
dc.subject.other |
Bulgaria |
en |
dc.subject.other |
Catchment area |
en |
dc.subject.other |
Dam site |
en |
dc.subject.other |
Dry and wet |
en |
dc.subject.other |
Line interpolation |
en |
dc.subject.other |
Mean annual precipitation |
en |
dc.subject.other |
Mediterranean catchment |
en |
dc.subject.other |
Nestos River |
en |
dc.subject.other |
Non-linear regression |
en |
dc.subject.other |
North Aegean sea |
en |
dc.subject.other |
Power forms |
en |
dc.subject.other |
Pumped-storage |
en |
dc.subject.other |
Rating curve |
en |
dc.subject.other |
Rating curves |
en |
dc.subject.other |
Reservoir sites |
en |
dc.subject.other |
River discharge |
en |
dc.subject.other |
Sediment delivery |
en |
dc.subject.other |
Sediment delivery ratio |
en |
dc.subject.other |
Sediment discharge |
en |
dc.subject.other |
Sediment measurements |
en |
dc.subject.other |
Sediment yield |
en |
dc.subject.other |
Sediment yields |
en |
dc.subject.other |
Soil erosion |
en |
dc.subject.other |
Trans-boundary |
en |
dc.subject.other |
Universal soil loss equation |
en |
dc.subject.other |
Anoxic sediments |
en |
dc.subject.other |
Dams |
en |
dc.subject.other |
Discharge (fluid mechanics) |
en |
dc.subject.other |
Erosion |
en |
dc.subject.other |
Hydroelectric power plants |
en |
dc.subject.other |
Interpolation |
en |
dc.subject.other |
Rating |
en |
dc.subject.other |
Rivers |
en |
dc.subject.other |
Runoff |
en |
dc.subject.other |
Sediment transport |
en |
dc.subject.other |
Sedimentology |
en |
dc.subject.other |
Soil mechanics |
en |
dc.subject.other |
Soils |
en |
dc.subject.other |
Suspended sediments |
en |
dc.subject.other |
Catchments |
en |
dc.subject.other |
catchment |
en |
dc.subject.other |
precipitation (climatology) |
en |
dc.subject.other |
river discharge |
en |
dc.subject.other |
runoff |
en |
dc.subject.other |
sediment transport |
en |
dc.subject.other |
sediment yield |
en |
dc.subject.other |
soil erosion |
en |
dc.subject.other |
suspended sediment |
en |
dc.subject.other |
Aegean Sea |
en |
dc.subject.other |
Bulgaria |
en |
dc.subject.other |
Greece |
en |
dc.subject.other |
Mediterranean Sea |
en |
dc.subject.other |
Mesta River |
en |
dc.title |
Sediment Delivery Assessment for a Transboundary Mediterranean Catchment: The Example of Nestos River Catchment |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1007/s11269-011-9889-8 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1007/s11269-011-9889-8 |
en |
heal.language |
English |
en |
heal.publicationDate |
2011 |
en |
heal.abstract |
Nestos River flows through Bulgaria and Greece and discharges into the North Aegean Sea. Its total catchment area is around 6,200 km2, while the mean annual precipitation and runoff are 680 mm and 40 m3/s, respectively. The Hellenic part of the catchment has undergone a substantial hydroelectric development, since two dams associated with major hydropower pumped-storage facilities are in operation. The main objective of the paper is to assess the expected sediment delivery of Nestos R. at the uppermost Thisavros reservoir site. This has been carried out by implementing the Universal Soil Loss Equation in a GIS environment for determining the mean annual soil erosion in conjunction with a suspended sediment measurement program (114 measurements in total) accomplished between 1965 and 1983 adjacent to the dam site. The sediment discharge rating curve between sediment and river discharges in a power form has been constructed using five alternative techniques, namely (a) the linear regression of the log-transformed variables, (b) the same as (a) but with the Ferguson correction, (c) different ratings for the dry and wet seasons of the year, (d) the nonlinear regression, and (e) the broken line interpolation that utilizes different rating parameters for two discharge classes. It is shown that the mean annual sediment yield is almost equal for all rating curve formulations and varies between 178.5 t km-2 and 203.4 t km-2 and the highest value results from the broken line interpolation method. Accordingly, the sediment delivery ratios vary slightly between 17% and 19% of the upstream soil erosion. © 2011 Springer Science+Business Media B.V. |
en |
heal.publisher |
SPRINGER |
en |
heal.journalName |
Water Resources Management |
en |
dc.identifier.doi |
10.1007/s11269-011-9889-8 |
en |
dc.identifier.isi |
ISI:000296474900015 |
en |
dc.identifier.volume |
25 |
en |
dc.identifier.issue |
14 |
en |
dc.identifier.spage |
3785 |
en |
dc.identifier.epage |
3803 |
en |